Column Footing Design

Column Footing - DE LOS REYES ENGINEERING INC 8726 N.W 26TH ST#1,2 MIAMI Florida 33172 Allowable Soil Pressure Yield Strength of Steel 6000 psf 60

Info iconThis preview shows pages 1–2. Sign up to view the full content.

View Full Document Right Arrow Icon
DE LOS REYES ENGINEERING, INC. 8726 N.W. 26TH ST. #1,2 MIAMI, Florida 33172 Century Grand Luxury Tower Column Footing Design Column Square Footing Design Allowable Soil Pressure: 6000 psf Design Concrete Strength of Column: 4000 psi Unit Weight of Soil: 120 Safety Factor for shear: 0.75 Yield Strength of Steel: 60 ksi Design Concrete Strength of Footing: 4000 psi Unit Weight of Concrete: 150 Safety Factor for Bending: 0.9 Column Data Footing Design Footing Width Shear Design Column Reinforcement No. of bars 1 interior column 1.00 0 24 19.5 1.5 5520 0 0 #DIV/0! 78 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! 2 interior column 0.88 0 24 19.5 1.5 5520 0 0 #DIV/0! 78 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! 3 interior column 0.88 0 24 19.5 1.5 5520 0 0 #DIV/0! 78 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! 4 interior column 0.88 0 24 19.5 1.5 5520 0 0 #DIV/0! 78 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! 5
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Image of page 2
This is the end of the preview. Sign up to access the rest of the document.

This note was uploaded on 09/07/2011 for the course CEG 4012 taught by Professor Staff during the Spring '10 term at FIU.

Page1 / 2

Column Footing - DE LOS REYES ENGINEERING INC 8726 N.W 26TH ST#1,2 MIAMI Florida 33172 Allowable Soil Pressure Yield Strength of Steel 6000 psf 60

This preview shows document pages 1 - 2. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online